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Gram panchayat irrigation plan (GPIP). Kammuru (GP) Kudair (M) Ananthapuramu District. District Water Management Agency. GP Details. Anganwadi Centre : 1 Primary School : 1 Panchyath building : 1 Post office : 1 Cooperative Society : 1 OHead tank : 1 RO Plant : 1 Tanks : 1
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Gram panchayat irrigation plan (GPIP) Kammuru (GP) Kudair (M) Ananthapuramu District District Water Management Agency
GP Details Anganwadi Centre : 1 Primary School : 1 Panchyath building : 1 Post office : 1 Cooperative Society : 1 OHead tank : 1 RO Plant : 1 Tanks : 1 Borewells : 195 (Funct : 119 Non Fun : 76) Total Area : 1570.95 Cropped Area : 1180.55 Rainfed Area: 1081.95 Irrigated Area : 98.60 Common Land : 160.00 Grazing Land : 25.00 Uncultivable waste : 4.40 Forest : 201 Marginal & Small Farmers : 93 Big Farmers : 319 Land Less : 188 No.of HHs migrated : 2 Milch Animals : 438 Bullock : 129 Hebuffaloes : 127 Sheep : 2530 Goat : 607 Milk production : (liters) Cows : 2 ltr per animal /day Buffaloes : 3 ltr /animal /day House Holds : 600 Job cards issued : 600 Total : 1909 Male : 994 Female : 915 Literacy % (Male : Female) 54 : 40 SC : 441 ST : 07 BC : 1084 Others : 377 Farming & Live Stock details Land (Ha) Infrastructure Population KAMMURU GRAMPANCHYAT
Water Budget Water availability Water deficit 1 Water receipt KAMMURU GP 2 3
WATER Budget Rainfall receipt : Village area (Ha) = 1570.95 Average rainfall = 515 mm Annual rainfall = 1570.95 * 515 /1000 809.04 Ha-m Rainfall usage : 1. Ground water (9%) = 809.04*9/100 = 72.81 Ha-m 2. Run off (40%) = 809.04*40/100 = 323.62 Ha-m 3. Evapo transpiration (41%) = 809.04*41/100 = 331.71 Ha-m 4. Soil moisture (10%) = 809.04*10/100 = 80.90 Ha-m
Survey Methodology 1 Initial Gramasabha 2 9 Documentation Data Collection Final GramaSabha & GPIP approval 3 Team Formation 8 4 Group Discussion PRA Exercises 7 Transact Walk Identification of works 5 6
Water Budget Water availability Water deficit 1 Water receipt KAMMURU GP 2 3
WATER Budget Rainfall receipt : Village area (Ha) = 1570.95 Average rainfall = 515 mm Annual rainfall = 1570.95 * 515 /1000 809.04 Ha-m Rainfall usage : 1. Ground water (9%) = 809.04*9/100 = 72.81 Ha-m 2. Run off (40%) = 809.04*40/100 = 323.62 Ha-m 3. Evapo transpiration (41%) = 809.04*41/100 = 331.71 Ha-m 4. Soil moisture (10%) = 809.04*10/100 = 80.90 Ha-m
Survey Methodology 1 Initial Gramasabha 2 9 Documentation Data Collection Final GramaSabha & GPIP approval 3 Team Formation 8 4 Group Discussion PRA Exercises 7 Transact Walk Identification of works 5 6
Categories of works ( Identified ) Ridge area treatment Staggered Contour Trenches Continuous Contour Trenches Barren Hill Afforestration Water Absorption Trenches Drainage Line Treatment MPT/PT, Check Dams/Check Walls identified ValleyArea Treatment Farm Ponds/Dugout Ponds Silt Application/Desilting of water bodies Repairs and restoration to existing WHS Repairs and restoration to M I tanks. Recharge pits Recharging dried up open wells/Bore wells Horticulture plantations Institution plantations
LABOR BUDGET NOTE: 10% INCREASE OF LABOUR BUDGET OVER EVERY YEAR
Format - I (Community works)
Format - I (Community works)
Format - II (Individual Beneficiary related works)